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Gravity Beam Design <br />RAM SBeam v07.00.00 <br />04/29/24 23:49:47 <br />REACTIONS (kips): <br />Left Right <br />Initial reaction 2.72 2.72 <br />DL reaction 33.65 34.42 <br />Max +LL reaction 70.20 70.20 <br />Max +total reaction (factored) 152.70 153.63 <br />DEFLECTIONS: Ratio <br />Initial load (in) at 20.00 ft = -0.035 L/D = 1388 <br />4 <br />Live load (in) at 20.00 ft = -0.774 L/D = 621 > 360 0.58 <br />Post Comp load (in) at 20.00 ft = -1.121 L/D = 428 > 240 0.56 <br />Net Total load (in) at 20.00 ft = -1.156 L/D = 415 > 240 0.58 <br />Page 2/2 <br />P1.23 6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024